HomeMy WebLinkAbout2255 French Creek Circle Septic certM MINNESOTA POLLUTION Compliance inspection report form
CONTROL AGENCY
520 Lafayette Road North Existing Subsurface Sewage Treatment System (SSTS)
St. Paul, MN 55ISS-4194 Doc Type: Compliance and Enforcement
Instructions: Inspector must submit completed form to Local Governmental Unit (LGU) and system owner within 15 days of
final determination of compliance or noncompliance. Instructions for filling out this form are located on the Minnesota Pollution
Control Agency (MPCA) website at https://www.pca.state.mn.usisites/default/files/wa-wwists4-31a.pdf,
Property information Local tracking number:
Parcel ID# or Sec/Twp/Range: 1011723320006 _ _ Reason for Inspection Propery Transfer
Local regulatory authority info: City of Orono
Property address: 2255 French Creek Circle
Owner/representative: William Brann
Brief system description: 3-1000-gallon septic tanks,
records.
System status
System status on date (mm/ddlyyyy): 12/3/2024
® Compliant — Certificate of compliance
Owner's phone: 952-210-6167
1-1500-gallon lift station and 750 square feet of mound rock bed per city
(Valid for 3 years from report date unless evidence of an
imminent threat to public health or safety requiring removal and
abatement under section 145A.04, subdivision 8 is discovered or
a shorter time frame exists in Local Ordinance.)
*Note: Compliance indicates conformance with Minn.
R. 7080.1500 as of system status date above and does not
guarantee future performance.
❑ Noncompliant — Notice of noncompliance
Systems failing to protect ground water must be upgraded. replaced, or
use discontinued within the time required by local ordinance.
An imminent threat to public health and safety (ITPHS) must be
upgraded, replaced, or its use discontinued within ten months of receipt
of this notice or within a shorter period if required by local ordinance or
under section 145A. 04 subdivision 8.
Reason(s) for noncompliance (check all applicable)
❑ Impact on public health (Compliance component #1) — Imminent threat to public health and safety
❑ Tank integrity (Compliance component #2) — Failing to protect groundwater
❑ Other Compliance Conditions (Compliance component #3) — Imminent threat to public health and safety
❑ Other Compliance Conditions (Compliance component #3) — Failing to protect groundwater
❑ System not abandoned according to Minn. R. 7080.2500 (Compliance component #3) — Failing to protect groundwater
❑ Soil separation (Compliance component #5) — Failing to protect groundwater
❑ Operating permit/monitoring plan requirements (Compliance component #4) — Noncompliant - local ordinance applies
Comments or recommendations
This system is designed for a six bedroom house.
There is 1.0 feet of sand under the rock bed found.
TBM: Bottom of rock bed. ELV.-107.2
Included are the original borings.
Certification
1 hereby certify that all the necessary information has been gathered to determine the compliance status of this system. No determination of
future system performance has been nor can be made due to unknown conditions during system construction, possible abuse of the system,
inadequate maintenance, or future water usage.
By typing my name below, 1 certify the above statements to be true and correct, to the best of my knowledge, and that this information can be
used for the purpose of processing this form.
Business name: Rusty Olson Soil & percolation Testing
Inspector signature: Joseph J. Olson
(This document has been electronically signed)
Certification number: C1255
License number L810
Necessary or locally required supporting documentation (must be attached)
Phone: 763-498-8779
® Soil observation logs ® System/As-Built ❑ Locally required forms ® Tank Integrity Assessment ❑ Operating Permit
❑ Other information (list):
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Page 1 of 4
Property Address: 2255 French Creek Circle
Business Name: Rusty Olson Soil & percolation Testing Date: 12/3/2024
1. Impact on public health — Compliance component #1 of 5
Compliance criteria:
System discharges sewage to the ❑ Yes" ®No
ground surface
System discharges sewage to drain ❑ Yes` ® No
tiie or surface waters.
System causes sewage backup into ❑ Yes' ® No
dwelling or establishment.
Any "yes" answer above indicates the system is an
imminent threat to public health and safety.
Describe verification methods and results:
Visual. Nothing was found
Attached supporting documentation:
❑ Other:
® Not applicable
2. Tank integrity — Compliance component #2 of 5
Compliance criteria:
System consists of a seepage pit, ❑ Yes* ® No
cesspool, drywell, leaching pit,
or other nit?
Sewage tank(s) leak below their ❑ Yes' ® No
designed operating depth?
If yes, which sewage tanks leaks:
Any "yes" answer above indicates the system
is failing to protect groundwater.
Describe verification methods and results:
Kothrade Sewer & Water pumped the tanks.
Attached supporting documentation:
❑ Empty tank(s) viewed by inspector
Name of maintenance business:
License number of maintenance business:
Date of maintenance:
® Existing tank integrity assessment (Attach)
Date of maintenance 11/15/2024
(mmiddlyyyy): (must be within three years)
(See form instructions to ensure assessment complies with
Minn. R. 7082.0700 subp. 4 B (1))
❑ Tank is Noncompliant (pumping not necessary - explain below)
❑ Other:
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Property Address: 2255_French Creek Circle
Business Name: Rusty Olson Soil & percolation Testing_ _
3. Other compliance conditions — Compliance component #3 of 5
Date: 12/3/2024
3a. Maintenance hole covers appear to be structurally unsound (damaged, cracked, etc.), or unsecured?
❑ Yes' ® No ❑ Unknown
3b. Other issues (electrical hazards, etc.) to immediately and adversely impact public health or safety? ❑ Yes: ® No ❑ Unknown
*Yes to 3a or 3h - System is an imminent threat to public health and safety.
3c. System is non -protective of ground water for other conditions as determined by inspector?
3d. System not abandoned in accordance with Minn. R. 7080.2500?
*Yes to 3c or 3d - System is failing to protect groundwater.
Describe verification methods and results:
Visual. Nothing was found
Attached supporting documentation: ® Not applicable ❑
❑ Yes` ® No
❑ Yes" ® No
4. Operating permit and nitrogen BMP* -- Compliance component #4 of 5 ❑ Not applicable
Is the system operated under an Operating Permit? ❑ Yes ❑ No If "yes", A below is required
Is the system required to employ a Nitrogen BMP specified in the system design? ❑ Yes ❑ No If "yes", B below is required
BMP = Best Management Prectice(s) specified in the system design
If the answer to both questions is "no", this section does not need to be completed.
Compliance criteria:
a. Have the operating permit requirements been met? ❑ Yes ❑ No
b. Is the required nitrogen BMP in place and properly functioning? ❑ Yes ❑ No
Any "no" answer indicates noncompliance.
Describe verification methods and results:
Attached supporting documentation: ❑ Operating permit (Attach) ❑
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Property Address: _225:5 French Creek Circle
Business Name: Rusty Olson Soil & percolation Testing _ _ Date: 12/3/2024
5. Soil separation — Compliance component #5 of 5
Date of installation
6/19/2017
(mm/dd/yyyy)
❑ Unknown
ShorelandlWellhead protection/Food ® Yes ❑ No
beverage lodging?
Compliance criteria [select onej: __
5a. For systems built prior to April 1, 1996, and ❑ Yes ❑ No'
not located in Shoreland or Wellhead
Protection Area or not serving a food,
beverage or lodging establishment:
Drainfield has at least a two -foot vertical
separation distance from periodically
saturated soil or bedrock.
Attached supporting documentation:
® Soil observation logs completed for the report
❑ Two previous verifications of required vertical separation
❑ Not applicable (No soil treatment area)
5b.Non-performance systems built ® Yes ❑ No* Indicate depths or elevation_ s
April 1, 1996, or later or for non-
performance systems located in Shoreland A. Bottom of distribution media 107.2
or Wellhead Protection Areas or serving a B. Periodically saturated soil/bedrock 104.2
food, beverage, or lodging establishment: — —
C. System separation 3.0
Drainfield has a three-foot vertical - -
separation distance from periodically D. Required compliance separation* 2.55
saturated soil or bedrock.*
*May be reduced up to 15 percent if allowed by Local
Ordinance.
5c. "Experimental", "Other", or "Performance" ❑ Yes ❑ No%
systems built under pre-2008 Rules;
Type IV or V systems built under 2008
Rules 7080. 2350 or 7080.2400
(Intermediate Inspector License required
2,500 gallons per day; Advanced Inspector
License required > 2,500 gallons per day)
Drainfield meets the designed vertical
separation distance from periodically
saturated soil or bedrock.
*Any "no" answer above indicates the system is
failing to protect groundwater.
Describe verification methods and results:
Upgrade requirements: (Minn. Stat. § 115,55) An imminent threat to public health and safety (ITPHS) must be upgraded, replaced,
or its use discontinued within ten months of receipt of this notice or within a shorter period if required by local ordinance. If the
system is falling to protect ground water, the system must be upgraded, replaced, or its use discontinued within the time required by
local ordinance. If an existing system is not failing as defined in law, and has at least two feet of design soil separation, then the
system need not be upgraded, repaired, replaced, or its use discontinued, notwithstanding any local ordinance that is more strict.
This provision does not apply to systems in shoreland areas, Wellhead Protection Areas, or those used in connection with food,
beverage, and lodging establishments as defined in law.
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M MINNESOI'A POLLUTION Sewage tank integrity assessment farm
CONTROL AGENCY b
520 Lafayette Road North Subsurface Sewage
St. Paul, MN 55155-4194 Treatment Systems (SSTS) Program
Doc Type: Compliance and Enforcement
Purpose: This form may be used to certify the compliance status of the sewage tank components of the SSTS. This form is not a
complete SSTS inspection report, only a tank integrity assessment, and may only certify sewage tank compliance status
when entirely completed and signed by a qualified professional. SSTS compliance inspection report forms can be found at:
httpsalwww.oca.state. mn.uslwater/inspections.
Instructions: This form may be completed, and signed, by a Designated Certified Individual (DCI) of a licensed SSTS inspection,
maintenance, installation, or service provider business who personally conducts the necessary procedures to assess the compliance
status of each sewage tank in the system. Only a licensed maintenance business is authorized to pump the tank for assessment. A
copy of this information should be submitted to the system owner and be maintained by the licensed SSTS business for a period of
five (5) years from the assessment date.
When this form is signed by a qualified certified professional, it becomes necessary supporting documentation to an Existing
System Compliance inspection Report: Compliance inspection form - Existing s stem (wq-wwists4-31 b). This form can be found on
the MPCA website at httl2s://www.oca.state.mn.us/water/inspections,
The information and certified statement on this form is required when existing septic tank compliance status is determined by an
individual other than the SSTS Inspector that submits an inspection report. This form represents a third party assessment of SSTS
component compliance and is allowable under Minn. R. 7082.0700, subp. 4(B)(1). This form is valid for a period of three years
beyond the signature date on this form unless a new evaluation is requested by the owner or owner's agent or is required according
to local regulations. Additional Administrative Rule references for this activity can be found at Minn. R. 7082,0700, subp. 4(B),(C),
and (D) and-, Minn. R. 7083.0730(C).
Owner information
Owner/Representative William & Lizbeth Brann
Property address: 2255 French Creek Circle, Orono MN 55391
Local Regulatory Authority: Cit r_of Orono T Parcel ID: 10-117-23-32-0006
System status
System status on date (mrn/ddlyyyy): %� '_ It
jR3Certificate of sewage tank compliance
� 7— - :_1 kill ,ru
, --- - ') , —�
otice of sewage tank non-compliance
Compliance criteria:
The SSTS has a seepage pit, cesspool, drywell, leaching pit, or other pit - "Failure to Protect
Groundwater." —
The SSTS has a sewage tank that leaks below the designed operating depth - "Failure to Protect
Groundwater."
The SSTS presents a threat to public safety by reason of structurally unsound (damaged, cracked, }
or weak) maintenance hole cover(s) or lids or any other unsafe condition - "Imminent Threat to
Public Health or Safety."
Any "yes" answer above indicates sewage tank non-compliance
Company information
Company name: Kothrade Sewer, Water & Excavating, Inc
Business license number: L192
❑ Yes- ;PrN- o -
❑ Yes- (;'No
❑ Yes` W No
Designated Certified Individual (DCI) information
Print name: Larry Bursch
Certification number: C9199
I personalty conducted the work described above as a Designated Certified Individual of a Minnesota -licensed SSTS inspection,
maintenance, installation, or service provider Business. I personally conducted the necessary procedures to assess the compliance
status of each sewage tank in this SSTS.
By typing/signing my name below, I certify the above statements to be true and correct, to the best of my knowledge, and that
this information can be used for the purpose of processin 0',s form �� f
Designated Certified Individual's signature: . � Date (mm/dd/yyyy):
(This documeufhas been electronically signed.)
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wQ-wwists4-91 • 5/]0/21 Page 1 of 1
Property Owner 1 project
Property Address / PID:
Soil Observation Log
www,SeptieResource.com vers 12.4
Owner Information
William Brann
2255 French Creek Circle
Date 12/3/2024
Soil Survey Information ❑ refer to attached soil survey
Parent matl's: 0 Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock
landscape position: ❑ summit ❑ Shoulder p Side slope ❑ Toe slope
soil survey map units: LbUB slope % direction -
Soil Log 41
l] Boring ❑ pit Elevation 106.2 Depth to SHWT 24 Inches
Depth (in) Texture fragment % matrix color redox color consistence grade shape
0-14
Loam
10yr3/1
Friable
Strong
Blocky
14- i 8
Clay Loan, :
--35
10yr4i3
Friable
Strong
Blocky
18-24
Clay Loam
< 3 �
10yr5/4
Friable
Strong
Blocky
<35
loose
loose
single grain
35 - 50
friable
weak
granular blocky
>50
firm
moderate
prismatic platy
rigid
strong
massive
<35
loose
loose
single grain
35 - 50
friable
weak
granular block
firm
moderate
prismatic plat}
>50
rigid
strong
massive
Comments: TBM: Basement door threshold. ELV.-100.0
Soil Observation Log
tit. u.SmicResource.com very 12.4
Owner Information
Property Owner i project:
Jim Broueek
Date 4/11 /2017
Property Address.' PID:
2255 French Creek Circle, Orono
Soil Survey Information
L, refer to attached soil survey
Parent matl's'
(] Till ❑ Outwash ❑ Lacustrine L Alluvium ❑ Organic
J i3eCrock
landscape position:
U summit Shoulder Side slope
Toe slope
soil survey map units:
slope ?
°o direction- dowohill
Soil Log 91
n Boring
J Pit Elevation 105.9
Depth to SHWT 36"
i)eluh tin} Texture
tiaV�ment °o matrix color redox color
consistence grade
shape
0 - 12 loam
I OYR 3:2
Friable Weak
granular
12 - 18 clay loam
10YR 4 3
firm Moderate
Prismatic
t13 - 3 clay laun
10YR 54
Firm Moderate
Prismanr
32 - 36 sandy loam
10YR 516
Friable Weak
(iranular
36 - 48 sandy loam
1OYR 5l6 IOYR 6/8. 1 OYR 7'1 Friable 1A'eak
granular
Comments:
2255 French Creek Circle, Orono
Soil Lot! 42
f �J Boring ] Pit
Elevation
106.2
Depth to SHWT 26"
Depth (in)
Texlure tiagment °=a
matrix color
redox color
consistence
oracle
;hap
0 - 12
loam
IQYR 3.2-IOYR4'3
Friable
cal,
t,ranuhr
I W - 18
clay loam
IQYR 513
Firm
Moderate
Prismatic
18 - 26
clay loam
I OYR 5/6
1 irnn
Moderate
Prismatic
76 - 42
sandy loam
H2O &2U
I OYR 5. 3
1 OYR 6 '8
Friable
t1't.}l
Granular
42 - 4.3
loamy fine ,and
10Y"R 5!6
10YR 68
Loose
2255 French
Creek Circle,
Orono
Soil Log #3
R Boring Ej Pit
Elevation
106.7
Depth to SHWT
4011
U,pth (ill)
"Texture fragment °6
matrix color
redo -,'color
consistence
grade
shape
0 - 18
loam
IOYR3L2-IOYR 4/3
Friable
Weak
ciraimlar
18 - 34
clay loans
i OYK 5 3
Finn
Moderate
Prismatic
34 - 38
fine sandy loam
I OYR 5l6
Friable
Wcak
Granular
38 - 40
clay loam
IQYR 5,'6
1 irm
Moderatc
Prismatic
40 - 48
sandy loam
I OYR 4 3
i OYR 6 8
Friable
Weak
Granular
I hereht• certify this work was completed in ocet)rdrmce with MN 7080 untl urn here)! req's
Designer Signature
Company
Incense 4
4'D`1ro
City of Orono Septic Asbuiit Form
y �
G
Address: 2255 French Creek Circle Building Use: Residence
Installer: Elmer J Peterson Co. License # L219 Date: 8/2/2017
Septic Tanks: 1 Pump Tank: 1300 Date Finaled: 8/2/2017 Bedrooms # 6
System Type: ❑X I II IN IX Mound Trenches Pressure Bed DOther
Draw detailed diagram wAh measurements indicating distances to tank Risers. Use two(2) points from a permanent
structure. Show locations of drop Boxes and length of trenches
1
2
3
a
5
6
7
8
9
10
11
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